My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002058
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAMMER
>
1210
>
3500 - Local Oversight Program
>
PR0545245
>
ARCHIVED REPORTS_XR0002058
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/30/2020 3:30:20 PM
Creation date
1/30/2020 10:55:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002058
RECORD_ID
PR0545245
PE
3528
FACILITY_ID
FA0003730
FACILITY_NAME
TIWANA GAS & FOOD
STREET_NUMBER
1210
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
09403012
CURRENT_STATUS
02
SITE_LOCATION
1210 E HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
159
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
' Beacon Station No 641 December 8, 1997 <br /> Stockton, all Additional Subsurface lnve ti a i Re-rt <br /> Soil Vapor t i n Well In "11n - Phase <br /> VE-5, VE-6, VE-7, and VE-8 are each 2-inch ID, schedule 40 PVC soil vapor wells <br /> constructed in 10-inch diameter soil borings drilled to 55 feet bsg Wells VE-5 and VE-6 <br /> were installed as a dual completion in the 10-inch diameter soil boring VE-5 Wells VE-7 <br /> and VE-8 were installed as a dual completion in the 10-inch diameter soil boring VE-7 The <br />' screened intervals are VE-5 = 40 to 50 feet bsg, VE-6 = 22 to 32 feet bsg, VE-7 = 40 to 55 <br /> feet bsg, and VE-8 = 22 to 32 feet bsg Blank PVC well casing was installed from the top of <br /> each screened interval to the surface The annular space opposite each well screen was <br /> backfilled with # 3 Monterey sand, and a seal of bentonite was placed in the intervals <br /> 1 between the top of the filter sand and the bottom of the screened interval of the next nested <br /> well A bentonite seal was also placed in the interval from the bottom of the screened <br /> interval of well VE-5 to the total boring depth (50 to 55 feet) These bentonite seals vaned <br /> from 4 to 7-feet thick, as indicated on the boring logs A neat cement bentonite grout was <br /> used to complete the annular seal from the top of the uppermost seal to approximately one <br /> foot bsg A PVC cap was placed on the top of each vapor well until the wells are plumbed <br /> into a soil vapor extraction system The top of each well cluster was sealed within a 24-inch <br /> diameter, water-tight, steel traffic-rated box previously installed over 18-inch PVC <br /> conductor casings The construction details are shown on the corresponding boring logs in <br /> Appendix C <br /> t512argeW n i 2 <br /> SW-1 , a 2-inch ID sparge well, was constructed in the 8-inch diameter soil boring SW-1 <br /> The well was completed with 5 feet of schedule 40 PVC well screen with 0 020-inch <br /> factory-machined slots The bottom of the screened interval, also the total drilled depth of <br /> the soil boring, was approximately 65 feet bsg Blank PVC well casing was installed from <br /> the top of the screened interval at approximately 60 feet bsg to the surface The annular <br /> space opposite the well screen was backfilled with # 3 Monterey sand to approximately one <br /> foot above the screened interval A four-foot seal of bentonite was then placed above the <br /> filter sand and hydrated with approximately ten gallons of fresh water A neat <br /> 1641-13t <br /> � 7 HORIZON ENVIRONMENTAL INC <br />
The URL can be used to link to this page
Your browser does not support the video tag.